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Home My WebLink About0223 REGENCY DRIVE - Health 223 Regency Drive Marstons Mills r n a naa i i 1 own of Barnstable O Lr— M u Regulatory Services Thomas F.Geller,Director � a�uextr�eu. f�a ]Public Health Division Thomas McKean,Director 200 Matnm Street,Hyannis,NIA 02601 Office; 508-8624644 Fax; 508-790-6304 Installer& Designer Certification Form Date: Designer: 5C: �1e'tneee�n�. 1nC Installer: 0,1s( ie 54 A4iy Address: 2.8,59 CCoY%verC4 wl �Wov Address: �ok ` fI- On h-voQ°��W g'f407 was issued a permit to install a (date) (installcr) septic system at 223 (LZ D(;ve ( based on a design drawn by (address) �C v��ineertr�� h C dated_ 4 2Op S (designer) / I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e, greater than 10' lateral relocation'of the SAS or any vertical relocation of any component of the septic system) but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. a� I_J ipNN�CNUN4µ166 lnsta '9 i attire) L .r� ( igner's I e ( ix Desi r' Stamp Here) 'PLEASE RET TO BARNST LE PU H N. CER FIC F11 X VirV WIT LL NOT BE I -SIZW= THIS F -ASAME RE D BY TH& f!ARNST BLE PIM-L—IS-HEALT11 DIVISION. THANK YOU. Q HeAWSegtiODesigner Certification Form TO 'd L9£0 £LZ S0S ON'IN33NION33r Wd TO= TO 900Z-90-N"r r ' TOWN OF BARNSTABLE 6C LG 'ATIt'�'N a 3 kZa%frL4 DTt ue- t SEWAGE # .7 005 VIILAGE?' 1tt'sn s" rYl 115 ASSESSOR'S MAP & LOT y" �. n INSTALLERS NAME&'PHONE NO. �:tis `�.(� t�i'Fa^-r SEPTIC TAN`K'CAPACITY` 1500 G,e i A—t,,k f DOa q j .nvMQ C]tk+n1 e.r LEACHING FACILITY: (type)?S��S'o0 R4 L.0 . (size) iy tY NO. OF BEDROOMS BUILDER OR OWNER 1—ak 6e, �cw�c��t2rr PERMTTDATE: I / 3/ (? COMPLIANCE DATE: i' U � Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Wtv .N► &wiek-Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(I any wetlands exist within 300 feet of leaching facility) eet Furnished by 6 i j Ced, e3) too&- S b-� C 4) a -o 1 x f' ' E r9 No. 5 (. f .. , ° _ ' `I Fee 1 t THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for ;Migogal *pgtem Cow6truction Permit Application for a Permit to Construct( . )Repair 0()Upgrade( )Abandon( ) El Complete System WIndividual Components Location Address or Lot No. Z213 R.Qiev-,e.y Drtaue- Owner's Name,Address and Tel.No. L�Gjvlb� 5� Assessor's Map/Parcel (Irl T qc( �C4 o ✓fir r�/ � & I,P Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. f"DF,9-2 l 0 3 77 QOvS Fte fd Ste►-►�h'a�,� S'v��t.�.. �N� � e v(.)x qq2r-4,e3J-4L204&44 2�"S''F� bc'My k-L"y '2_010 E WcMc C,2 r? Type of Building: 1 Dwelling No.of Bedrooms t'1 Lot Size�sq,ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures,ram' Design.Flow gallons per day. Calculated daily flow �� gallons. Plan Date f —?�-43' Number of sheets Revision Date Wo Ar JL_ Title Size of Septic Tank /;5'bG� �.Frs¢ia.a Type of S.A.S. L-ec,cl e,AAyj-e,1-t' S-610 g&,r 7 Description of Soil: See _el'I", Nature of Repairs or Alterations(Answer when applicable) Ak 'gCe_ A Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with,the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this 4 f Health. 'gned Date /— —6 Application Approve Date Application Disapproved for the following reasons Permit No. -=QW!5 Date Issued ^ `4 ` No: F- -+v�cJ" +r D: `_ .. , al �- " Fee f }�' t Entered in computer: ! THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS rication for Mio ool bpotem Cougtruction Permit Application for a Permit to Construct( • )RepairX )Upgrade( )Abandon( ) ❑Complete System X Individual Components Location Address or Lot No.?_Z 3 9 e�� lit i r/4- Owner's Name,Address and Tel.No. lr -PCt'1 per -54f k46P r Assessor's Map/Parcel �� r "` _�I r„t e,5.�A,.,r/W If 47, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 5_0F a 7 3 0?T dVS �E' (cl Si�n,kAi� �C?rc/rce :wc- -J"C —evict . 1�ox r,�g2r-�r�3�-c��le oz6�.( ZrS'! C,r��bplry �Wy W-2 o/o EA 5-74, ,4 �� 6 2.r?F- Type of Building: Dwelling No.of Bedrooms "7 Lot Size OgP�l 7(oy, sq.ft. Garbage Grinder ) Other : Type of Building Smg_(O A� fffra 4 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow. tk D% V gallons per day. Calculated daily flow f Q gallons. Plan Date F-O Number of sheets / Revision Date AtoA.. JL Title" - Size of Septic Tank .5Z10 fg-: Type of S.A.S. t-E'c c-4 6o1A wA_41it S60 S'4&1 Description of Soil -^SEe O/,n ' a f Nature of Repairs or Alterations(Answer when applicable) 0(4C,e (--a r lA d t' `1;�- rp, r(, Or-r� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with,the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by�thisoardof Health. igned _ Date Application Approve&by Date Application Disapproved for the following reasons Permit No. R; Q Date Issued 1 i 'a-3 ---------------------------�,----------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( )Repaired (A-' )Upgraded( ) Abandoned( )by '80c.6 r-+e 0 SA.1.4-A,-u SPi y/(Q 2/Nt. at 2 Z 2 o,, en c ,r -e- k^5 M, 1(5 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. _Wo S 5 R \dated ►�1''� — Installer gyJAP IJ SAvif-�4;� / Designer cl"[ The issuance of this permit shall not be ponstrued as a guarantee that t ersyste fl unction as designed, Date 1°� Inspectr No. J ! Fee AT3 THE COMMONWEALTH OF MASSACHUSETTS n. PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Digool *pgtem Construction Permit Permission is hereby granted to Construct( )Repair(r )Upgrade( )Abandon( ) System located at 3 _c, eei c_car�,D r r.�� lrl/�.is �vir<, AA, �/S t i and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following 1 c I provisions or special conditions. Provided: Construction must be completed within three years of the dat off th'iss- rmit. Date:_ 1\ a I - Approved 6y , A i t0'WI1 of Barnstable Regulatory Services i Thomas F.Geller, Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office; 508-862-4644 Fax, 508-790-6304 Installer&Designer Certification Form Date: Designer: C: tl neec�r1�, . 1nG. _ Installer: 0L/Sr ee J;"4,a,,zK ��`�� _e 7.vc Address: ? `i C`onlncrcy WCJ� wnz Address: Lqo k y-f i . warehl , MH Gtu On }(date) (insta,2 Qo_"4 l(/ 6-Ifcr�'re /r 7 was issued a permit to install a - A septic system at 2 3 �2.;e�c r t v Cased on a design drawn by (address) SC n inaecia�g , +n . dated-- 12r� I H . 2 ot► (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box andJor septic tank. I certify that the septic system referenced above was installed with major changes (i.e, greater than 10' lateral relocation'of the SAS or any vertical relocation of any component of the septic system) but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. C�U�CHtt►. Insta 's i ature) J t i f ( rgner's I e ( ix Desi r' Sti:unp Here) P1.EAS1E RET TO BAR STA LE PUL NON. CERTIFICATE y F CQ=IANCE WILL NOT BE I T H 5 F S_ BUILT ARD ARE RE D BY HETL,E LI N. THANK OIU. Q,Hea1WSep:ic/Dnigner certification Form T0 'd )-9£0 £j' Z 80S DNIN33NIDN33r Wd 10: T0 900Z-90-N"f TOWN OF BARNSTABLE LOCATIOi1-�— �ii C e� e�/fir; VO- SEWAGE S VILLAGE ASSESSOR'S MAP&PARCEL fM5WeL- S t NAME&PHONE NO. r iC,IC OL o mrd I SEPTIC TANK CAPACITY /S 30 LEACHING FACILITY.(type)C� l Chc �S (size) �j GD NO.OF BEDROOMS OWNER PERMIT DATE: C I V�I)ATE:`To 2 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY O -Hydrant F Regency Drive • 52 ' ss Water 53 Service s • Rel.Wall � t 0.-»:•:: i 35 18 _ h 2 38 f Commonwealth of Massachusetts ' Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 223 Regency Drive, Marstons Mills.MA 02648 Property Address Eleanor Sandler DO - ON Owner Owner's Name information is required for 99-60 Florence Street, Chestnut Hill MA 02467 June 6, 2008 every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Impotent: A. General Information When filling out forms on the computer,use 1. Inspector: only the tab key + - - to move your Patrick M. O'Connell cursor-do not use the return Name of Inspector key. Septic Inspection Services Co. Company Name 189 Cammett Road Company Address Marstons Mills MA 102648 , :zS Cityrrown State ip Code 508-428-1779 SI 12855 , c f Telephone Number F; , License Number. 1 � - B: Certification _ r r" l I certify that I have personally inspected the sewage disposal system at this address an that thq- information reported below is true, accurate and'complete as of the time of the inspectio . The irfs3ectio was performed based on my training and experience in the proper function and mainten nce of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails hI Needs Further Evaluation by the Local Approving Authority June 6, 2008 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. 08-144 Sandler.doc•08/06 Title 5 Official Inspection Form:Subsurface,Sewage Disposal System-Page 1 of 15 I ge Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ..'' 223 Regency Drive, Marstons Mills MA 02648 Property Address Eleanor Sandler Owner Owner's Name information is required for 99_60 Florence Street, Chestnut Hill MA 02467 June 6, 2008 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) InspectGon Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: Tank is not in need of pumping at this time, pump and alarm are in working order. Leaching chambers have no standing water or sidewall stains. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Answer yes, no or not determined (Y, N, ND) in the ❑ for the following statements. If"not determined," please explain. ❑ The septic tank is metal and over 20 years old"or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND Explain: ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed 08-144 Sandler.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 15 Commonwealth of Massachusetts Title 5- Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 223 Regency Drive, Marstons Mills MA 02648 Property Address Eleanor Sandler Owner Owner's Name information is required for 99-60 Florence Street, Chestnut Hill MA 02467 June 6, 2008 ` every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ distribution box is leveled or replaced ND Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. . 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within } 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. 08-144 Sandler.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 223 Regency Drive, Marstons Mills MA 02648 Property Address Eleanor Sandler Owner Owner's Name information is required for 99-60 Florence Street, Chestnut Hill MA 02467 June 6, 2008 every page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ® Liquid depth in cesspool is less than 6" below invert or available volume is less than_day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. 08-144 Sandler.doc 00/06 Title 5 Official Inspection Form:Subsurfacg Sewage Disposal System-Page 4 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 223 Regency Drive Marstons Mills MA 02648 Property Address Eleanor Sandler Owner Owner's Name information is required for 99-60 Florence Street, Chestnut Hill MA 02467 June 6, 2008 every page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems (cont.): Yes No ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CM 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 08-144 Sandler.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 223 Regency Drive, Marstons Mills MA 02648 Property Address Eleanor Sandler Owner Owner's Name information is required for 99_60 Florence Street, Chestnut Hill MA 02467 June 6, 2008 every page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened; and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15:302(5)] 08-144 Sandler.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 223 Regency Drive, Marstons Mills MA 02648 Property Address Eleanor Sandler Owner Owner's Name information is required for 99-60 Florence Street Chestnut Hill MA 02467 June 6 2008 every page. Cityfrown State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms (design): 4 Number of bedrooms (actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 Number of current residents: Unknown Does residence have a garbage grinder? ® Yes ❑ No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ® Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): Sump pump? ❑ Yes ® No Last date of occupancy: CurrentlyOccupied Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): 08-144 Sandler.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments "t 223 Regency Drive, Marstons Mills MA 02648 Property Address Eleanor Sandler Owner Owner's Name information is required for 99-60 Florence Street, Chestnut Hill MA 02467 June 6, 2008 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: None -- Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: Compliance Date: 12/19/05 Were sewage odors detected when arriving at the site? ❑ Yes ® No 08-144 Sandler.doc-08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 223 Regency Drive, Marstons Mills MA 02648 Property Address Eleanor Sandler Owner Owner's Name information is required for 99-60 Florence Street, Chestnut Hill MA 02467 June 6, 2008 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): Depth below grade: 1'feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 1'feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No --------------------------------------------------------------------------------------------I----------------------------- Dimensions: 10.5' long x 5.8'wide- 1500 gal. Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle 30" Scum thickness 1" Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 13" How were dimensions determined? Measured 08-144 Sandler.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 15 Commonwealth of Massachusetts Title 5 Official Inspection spect on Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 223 Regency Drive, Marstons Mills MA 02648 Property Address Eleanor Sandler Owner Owner's Name information is required for 99_60 Florence Street, Chestnut Hill MA 02467 June 6, 2008 every page. City1rown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Liquid level in tank was found at bottom of outlet invert, outlet tee has been fitted with an effluent filter which needs to be cleaned periodically. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of Past pumping: Date Comments,(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): 08-144 Sandlecdoc-08f06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 15 7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 223 Regency Drive, Marstons Mills MA 02648 Property Address Eleanor Sandler Owner Owner's Name information is required for 99-60 Florence Street, Chestnut Hill MA 02467 June 6, 2008 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank(cont.) Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 il Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): No solids or high stains present. Liquid level at bottom of all outlet pipes. Pump Chamber(locate on site plan): Pumps in working order: ® Yes ❑ No Alarms in working order: ® Yes ❑ No 08-144 Sandler.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 15 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 223 Regency Drive, Marstons Mills MA 02648 Property Address Eleanor Sandler Owner Owner's Name information is required for 99-60 Florence Street Chestnut Hill MA 02467 June 6, 2008 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Floats are properly positioned, pump and alarm are operable. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ® leaching chambers number: Five 500 gal drywells. ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding,.damp soil, condition of vegetation, etc.): Chambers have no standing water or sidewall stains. 08-144 Sandler.doc-08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 15 Commonwealth of Massachusetts 4 . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments r 223 Regency Drive, Marstons Mills MA 02648 Property Address Eleanor Sandler Owner Owner's Name information is required for 99-60 Florence Street, Chestnut Hill MA 02467 June 6, 2008 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth-pop of liquid to inlet invert -- Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions - Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): 08-144 Sandler.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 15 • Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments rt 223 Regency Drive Marstons Mills MA 02648 Property Address Eleanor Sandler Owner Owner's Name information is 99-60 Florence Street, Chestnut Hill MA 02467 June 6, 2008 required for every page. City[Town State Zip Code Date of Inspection D. System Information (cont.) O Hydrant Re tency Drive 52 56 Water 53 Service 56 Ret. Wall \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / ! / / / /% % % % / I%/ % % % % % /%/ / / 35 18 32 38 ` Commonwealth of Massachusetts : Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 223 Regency Drive, Marstons Mills MA 02648 Property Address Eleanor Sandler Owner Owner's Name information is required for 99-60 Florence Street, Chestnut Hill MA 02467 June 6, 2008 every page. City[rown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to ground water: 30 feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Level of pond at rear of property is considerably lower than SAS. 08-144 Sandler.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 15 Town of Barnstable oF1He r� ,P' a Regulatory Services BAMSTASLE, i Thomas F. Geiler, Director 1639. °'� Public Health Division ATFo nay Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 REGARDING SEPTIC INSPECTIONS BY PRIVATE CONTRACTORS DISCLAIMER This septic system inspection report was completed by a private inspector who is certified by the State of Massachusetts, Department of Environmental Protection. Although the Town of Barnstable Health Division received the original or copy of the report; this Division does not warranty the functionality of the septic system in the future nor does this Division agree with any technical observations and interpretations contained within this report. In addition, by receiving this report the Town of Barnstable Health Division does not automatically approve the number of bedrooms listed within this report. The actual number of bedrooms approved at a particular property would be listed on the "Disposal Works Construction.Permit". If you should have any questions regarding this report, please contact the certified Septic System Inspector who conducted the inspection. Q:\SEPTIC\Disclaimer Private Septic[nspections.DOC o LOCATION ' 3 SEW&CIE PERMIT UO. IWSTALLER 5 W&ME ADDRESS LDfjs',TlE DER 5 t�l AI.�IE ADDRE SS c%q—PERNAIT ISSUEDE COMPLI &MCE ISSUED : .— — - - U q 1 to r . No......................... ;EX .................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......0 F.Z ............................... Appliration -for Utspuiial 10orbi Tonstrurtiou Vrrnift Application is hereby made for a ermit to Construct or Repair an Individual Sewage Disposal System at: 4_aermit I ..................................... ............. ...... ...... - ------- - ... E.c�,X-7Ad're;s or Lot No. ....... ... ........................ .................................................................................................. Address ........................ .................................................................................................. nstaller Address U Type of BuildingSize Lot............................Sq. feet Dwelling—No. of Bedrooms__.__!;t-j............;---------_----------Expansion Attic Garbage Grinder Other—Type of Building ---------------------------- No. of persons...___._.._.___......._...._ Showers Cafeteria aOther fi tjUres ------------------------------------------------------------------------------------------------------- < x -------------------------------------------- Design Flow_______________46 .............. W --------- --- -gallons per person per day. Total daily flow............J.0 ......... --gallons. 9 Septic TZLnk-L Liquid capacity. Length________________ Width..____._....._.. Diameter-_......_..____. Depth.-_.____..._--. x Disposal Trench ----------- Width----------]Y1.14---- Total Length____________________ Total leaching arca----------- .....sq. ft. Bepth bel I Seepage Pit T Q--------1�----------- ........ Diameter.._/)R9._9____' ol in�6,_,X......... Total leach' a------------------sq. ft. 7, Ing 'Ire. �17 Other Distribution box Dosing tank d 7S� 1-4 Percolation Test Results Performed by.------------------------------------------------------------------------- Date_____---------------------------------- Test Pit No. 1----------------minutes per inch Depth of Test Pit..._.._.__.____.____ Depth to ground water------------------------ f4 Test Pit No. 2................minutes per inch Depth of Test Pit_.___......______.__ Depth to ground water._.__._..__.___._____ ----------- ------ ......... ....;;:: --- ........ 0 --- ---------- _ Description of Soil.......... ........04, ............... ---4----------------------------f�i....... -------- �4 • �_ e . U .................................................................................................... .................................................................................................... W x ----------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------ ............................... ---------------------------- ...... ---------------------------------------------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee 1 u oar of health, 11 d by he , - I S* ed Date Application'Approved By--------------- .. ......... .. .................. ............. ... .. ------------ ....... /7----- .............................. Date Application Disapproved for the following reasons: ......................................................................... ...... ............................................................................................................................... .......................... ----------------------------------------------- Date PermitNo........................................................ Issued........................................................ Date ------------ ........................... Fizs THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _. ........OF.�(!` !^ �<�......................................... Applirtttiun -fur Uiipuitt1 Worko Tanstrurtiun Vrrntit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: - 1 . ..i •----------------•------....------- -_- -'"�L-- ----------•--- •-•r•f�' Loc� f �P Et�G r Ad�dress or Lot No. caner ----------------------------•--•--•.._......Address j � .� Installer Address QType of Building Size Lot............................Sq. feet Dwelling Y No. of Bedrooms._..�-/___________________________________Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons.-_.____---_________--__-.__ Showers ( ) — Cafeteria ( ) a' Other fixtures ____________________________ W Design Flow__ ____________SQ__._.._.__.__._____..gallons per person per day. Total daily flow.......... b�4 5.-a____..__._......_....gallons. W Septic Tank I Liquid capacityl2-�3_gallons Length................ Width................ Diameter-------......... Depth---------------- W Disposal Trench—Igo_..................... Width____--____.._�--___ Total Length.................... Total leaching area------------- ......sq. ft. x Seepage Pit No____________�_________ Diameter_1 ---- Depth below inlAt_____ _____________ Total leaching area----.--_-.-.-__-_sq. ft. Z Other Distribution box ( ) Dosing tank ( )_ vh. 1, C • - `'/- 17 - 7 i" Percolation Test Results Performed bY---------_ ---------------------------------------------------------•-••• Date.............. •--•--•---------•-------- a Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water...----..--.--..--.-_... f� Test Pit No. 2................minutes per inch Depth of Test Pit............-------- Depth to ground water------------------------ ---------- Description of Soil - I---•--------- •------ -•---•-•---------�--- � x ----------------------•---••--••-_----- UNature of Repairs or Alterations—Answer when applicable-------------------------------------------------------------------------------_----.__--_---. -------------------------------•----._.. -------------------------------------------------------------------------------------------- ------------------------------------------------------ -- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been- ssued by the oar of health. �- ned - , ------------------ -------------------------------- / Date Application Approved By.__._....._•-- r ! �`� �,- .7.- _-- _1 �a;---....— /----•--------- Date Application Disapproved for the following reasons_________________________________________________________________________________________________________________ Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS � �(� S• 7-A e �� BOARD OF HEALTH A/ J Trrtifirtttr of filuntpliatta HIS I ERTIF That the nndivid al ewage Disposal System constructed ) or Repaired ( ) --. ,!.� (!l . " ....... ---------------- -- /� CInstatler has been installed in accordan with the provisions of :� i`c"t XI of The State Sanitary Code as described in the V. application for Disposal Works Construction Permit No. __ -__- .2_Z-_______________ dated.... /_ ------ ._____._______.___.... THE ISSUANCE OF THIS CERTIFICATE SHALL. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL F INCTION ATISFACTORY. DATE--------- --------------------•-- Inspector-------------- ---•••--- ----- -•----_-•---- ..................... THE COMMONWEALTH OF MASSACH TTS 67)) BOARD OF HEALTH 11� a— L .............OF.............1 .......... ...... --.....------------- 1.......... �i��u�tt� urk,� �un�trttrtivat �rrntit Permission ' hereby granted. -•--------- ------•--•----------------------••••-•----------•----••...__.. to Con Et ( ) or Re air ( ) an Indiv' Iual Sew ge Di; osaystem �� r�, ..ram�, /` at No. ' ,l C- C:(/ , 11__.'� ,-- / % reef J c/`�-� � (f Street (� as shown on the application for Disposal Works Construction Permit No.......-............ Dated...7_'._C_ _��L� ---------------------- ,1 -el ,�.-�.-, -- -------- ft 7k?..-•.........................•----••----•-----. Board of Heal h DATE.--(�------ ---:�..__:. . �-••� �' �' FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS h I S�vlai s , I , r No.— - = -- Fee---- BOARD OF HEALTH TOWN OF BARNSTABLE Zippfication- orlVerr Con5tructionpermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel I)ttoli SIC,'Ili ti — p Owner Address ----------------------------- -- - Mays o.�.S'- �"-� ``l E_—^4= _- —— - ---- Installer — Driller a�r4 — Address Type of Building Dwelling �-------------------------------------- Other - Type of Building -- No. of Persons--------�---------------------- —____—________ Type of Well Z-" Capacity-------(`-'-------------+ ------------------------------------—------- Purpose of Well--00"es!—�c _ wCL c� Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed _�0`_'_/L ------------------------------- -VIA�r_--- date Application Approved By--- ----------------- ��✓✓✓ date Application Disapproved for the following reasons:------------------------------------------------------- -------=------------------------------------------------------------------------- --------------------------------------------------------------------------------------------- date _ Permit No. �f ��= �--------------------—----------------- Issued-------------------------------------- — -- - -------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance 'THIS IS TO/CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired bY------------------A-1--------1:6-teiv-1114 -------------------------- 1- --------------------------------------------------------------------------- Installer — —at--- - ------------- =- - -L------ >t� " � J - - -f -- -------- ----------------------- has been installed in accordance with the provisions o he Town f Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------------------------------------------------------------- ------- Inspector----------------------------------------------------------—--------------- I � .� 1.. fir; � 1 • i No. - - Fee--—-----—---- BOARD OF HEALTH TOWN� 7,OF BARNSTABLE = Application-*rVell CongtructionPermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair (--")an individual Well at: I-oT /t d D 3 /f c G r.-.c ,OI _ _/a'0_6 (/ - o Y 5( — — - -- Location — Address — Assessors Map and Parcel f Ow�er Address •JaN / f OM0A X Installer — Driller a� `��% Address Type of Building u Dwelling '!o u -e Other - Type of Building----____ —__—_______ No. of Persons-- 4/ °�'---- ------- Type of Well- - - -PJ`----------- — Capacity— - OOAA s llc W 4�t r --- Purpose of Well------ ------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The f Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to P place the well in operation until a Certificate ofCompliance has been issued by the Board of Health.` Signed ,ei_r� a_c J �1�------___— A g _ date Application Approved By--- _%""`'�— 1=`,."'-� --- -- — 9 %- -� _ date Application Disapproved for the following reasons:---------------------- — - date Permit No. $ —v�—�—� — ------- Issued —---- --- -- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of compriarlce THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired —j------------------------------------------------------------------------------—-----_71 --------------by — Installer ) f at--- —��--� --- --✓'L---—=�— f—— ---— — -- — -has been installed in accordance with the provisions oYthe Town of Barnstable Board of Health Private Well Protection , Regulation as described in the application for Well Construction Permit NW --Dated---------------:--- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------— -- -- -- — - --— -- Inspector -- BOARD OF HEALTH TOWN OF BARNSTABLE Yell Con5truct ion Permit No. _ Fee— C'-------- ' Permission is hereby granted to Construct ( Alter ( ), or Repair) an Individual Well at: QStreet J as shown on the application for a Well Construction Permit No.___ ---- -------- ——----- Dated--- —---_--- - ------ — — — Board of Health DATE------------------------------------------------------------------------- - ;aXP IKETp�y�� TOWN OF'BARNSTABLE _ a + OFFICE OF - DA8a9TABL MASK. BOARD OF HEALTH 039. 9�o all �� 367 MAIN STREET HYANNIS, MASS. 02601 October 3, 1989 Mr. D. A. Scannell 223 Regency Drive Marstons Mills, Ma 02648 Dear Mr. Scannell: \ r Please provide a neatly drawn sketch map with all emergency repair, alternation, and replacement wells with the application. If you have. any questions, feel .free to call Thomas McKean .at the Health Department Office (775-1120 Ext. 182). Sincerely yours, Thomas A. McKean Director of Public Health BOARD OF HEALTH TOWN OF BARNSTABLE TM/bs Enclosure ---------------=-------=------------- YlUaH 3o pteog —----------------------------------------- Q---- ___ —-- --------------—--------------------------------------------------------------------- a e p a Q -----------------------------------------------------------— - - ---'ON 4!w1ad uopanjjsuoD 11aM a jo} uopexldde a4l uo umotls se ------------------ aaa�� ----------------------- ------------- ----- — — — O ae 1 a.M.lenp!A►puI ue .neda21 .zo '� ) iaalf/ '� ) ;aniasuOD 01 --------------------------------------------------------------------------y---�-a��ry�a-- �- - paaueiB Agaiay st uoTssiui'ad ------- -- - N — �F/Y1 )tn1ja(tUoljmajsuo3 ma r 31EIV LSNHVEI .4O NMOI H11V3H d0 C3UV09 Ho Usk . a JD of i • O s �5 /c r , r OPOocu6enrv.rlbeNV0110 C.P.C.d HaVeAW,WtkC.p,Coe H— 05.19AS.M k GENERALCONOfTIONS I I I I T\ II 1. CODE COMPLIANCE:ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE MASSACHUSETTS ONE AND TWO FAMILY BUILDING CODE LOCAL REGULATIONS,B ALL OTHER APPLICABLE CODES A ORDINANCES. 3. DIMENSIONS AND FIELD CONDITIONS:CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONSB I DIMENSIONS AND COORDINATING NEW WORK WTM THOSE CONDMONS ANO D WENSbMS.THIS PROJECT INVOLVES EXIENSNECUTIINGANDFRTINOTOEIOSMNOCONOMONSACONSTUCMON.ANVDIWREPANCIESNOMCEDBY THE REMWESTAIRS ID_ , REMOVE ALL POSTS AND FOOTING. / CONTRACTOR THAT MATERIALLY EFFECT THE DETAIL DESIGN AND,OR THE COST OF THEWORK SHOULDBEREPORTED UP TO DECK. n IMMEDIATELY TO THE ARCHITWT. ]. ALLPERMITSSHALL REACQUIRED BEFORE ANY WORK IS STARTED IN THE FIELD. __ THE BUB INOWSPECTORSHALLBEKEPTINFORMEDASTOWHEN SMRKBEGWSBATALLCRMCALSTAGWOMING CONSTRUCTION. INSURANCE:ANYANO ALL CONTRACTORS WORKING ON THE SITE SHALL CARRY WORKER'S COMPENSATION AND GENERAL Q� LIFBILITYINSURANCE IC--- ❑ ❑ ❑ ❑ ❑ ® QUALITY OF WORK U 1. QUALITY AND STANDARDS OF WORKMANSHIP AND MATERIALS THROUGHOUT SHALL BE OF THE HIGHEST. ❑ ❑ COORDINATION 0 REMOVE GLAZING REMOVE GLAZING UA t. GENERAL CONTRACTORCTIMMEIALL BE MLYOFSPONSIBLE FOR ORDINACNCONFUCN ALL OF CIPA ,DISCENTPARTSOFTNEDO RK. UA INFORM ARCHITECT OUND OAT S O OF TW V COORDINATION CONFLICTS ANTICIPATED,DISCOVERED OR CREATED THAT WILL EFFE WITHA LPARTIESINVONDNESSORAPPPEARAEOF TNEWO U HOURS OFANENOMICA 1IO SCHEDULE NEETNOS ❑ ❑ V WITH ALL PARTIES INVOLVED ANp TO APPEAR AT THE SIZE NITMN 24 HOURS OF ANY NOTIFICATION. SITE PROTECTION AND CLEANING 1. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR SECURITY AND INTEGRITY OF THE SITE AND FOR MATERIALS STORED OR REMOVE DOOR TH OERWISE LOCATED THERE. E 2 STRUCTURE THE WORK SHALL BE RENEWED WITH THE ARCHITECTAND 6HALL INCLUDE MIWMIZINO EXPOSURE OF THE , E STRUCTURE ]. CONTRACTOR SHALL BE DSWE PON61BLSULT CONSULTATION WITHAND INNER.LL CONSTRUCTION GNUILDN - F_ REMOVE WALL 4. CONTRACTOR PROTECT CERTAIN LINEN NTSANb FEATURES. ARES.0 TANDCONTRACTOR TOR SHASITEAVDE ANDINONTAIN ALL PUN TO PRESERVE ANDPROTIVE BARRIERS EMENA ANDDOUND THE RRY OUT THIS N.BARRIERS SHALL NECESSARY PROTECTIVE BARRIERS WITHINFROM AND AROUND THE HOUSE TO CARRY OUT PR PLAN.BARRIERS SHALL O LANDSCAPE AEA REASONABLE DISTANCE FROM THE CONSTRUCTION AREA IN ORDER TO PREVENT ANY DEGRADATION OF THE ti N L C PE UP SM LINCWTHAT PERIMETER. S. EQUIPMLEANUP SHALL WINDOWS DOORS, LL.,M ITOB CLEANED AND AUTAREAS AFFECTED BYTHEWOLL NEW II - EQUIPMENT,FIXTURES,WINDOWS AND DOORS,ETC.,ARE 70 BE CLEANED AND ANYLABELS REMOVED.REMOVE ALL DEMO WALLS.SEE CONSTRUCTION DEBRIS AROUND HOUSE PAYING PARTICULAR ATTENTION TO NAILS AND OTHER FASTENERS THATCOULD BATHROOM PLAN. PRESENTA HAZARD TO SMALL CHILDREN. L 6. NO FLAMMABLE MATERIALS(OIL PAINTS AND STAINS,GLUES,OIL SOAKED RAGS,ETC)OR OTHER HAZARDOUS MATERIALS SHALL BE STORED IN OR AROUND THE PREMISES. // SUBMITTALS / 1. SUBMITSHOP DRAWINGS OF ALL CASINERY AND COUNTERTOPS TO TIME ARCHITECT FOR APPROVAL BEFORE g COMMENCING FABRICATION. F —� O ee L SUBMIT FINISH SAMPLES OF ALL FINISHED PANEL TYPMCOLDRS,SAMPLES TO REMAIN ATSITE I\ /I 9! I SUB MIT PRODUCT LITERATURE ON ALL PROPOSED SPECIFICATIONS,FIXTURES,OR SUBSTITUTIONS TO ARCHITECT FOR I I APPROVAL INSULATION F 1. VATHINALLAREASOFWORM PROVOENEWINSULATIONWHEREVERTHEWORKE% SMFRAMINGORFURRWGAT Q EXTERIOR OF BUILDING,OR ATANY OTHER LOCATION WHERE WSULATINO WILL SIGMFICANTLY REDUCE HEAT LOSS OR REMOVE FIXTURES AND FINISHES ZZIy REDUCE THE POSSIBILITYOF PIPES FREEZING. R-ISFIBERGL BATTSAT2XGWALLS,R.13RBERGL WBAETSAT2X4 IN BATHROOM - WALLS,ROB AT LOOM.CEILINGS,ROOFS. _ I - i PROVIDE NEW CONTINUOUS 6 MIL POLY VAPOR SMMER ON WARM SIDE OF INSULATION OF ALL EXPOSED EXTERIOR FACES.MWIMIMCUTS. ]. WITHINALL AREASOFWORK:CAULK AND SEAL AS REQUIRED TO PREVENT ALL AIR INFILTRATION. L 4. PROVIDE FOUNDATION WALLINSULAMON PER MASS SUILDINGCODE WINDONIS AND DOORS '1"I'�f'1-1 ��- I W :�� 4 it SUPPLY AND INSTALL WINDOWS AND DOORS AS INDICATED ON DRAWINGS AND SCHEDULES.ALL OPERABLE WINDOWS AND DOORS TO BE PELLA ALUMINUM CLAD,CLOSEST STOCK SIZES.ALL FIXED WINDOWS TO BE PELLA ALUMINUM CLAD. f Mh WAD,PLUMBING,ELECTRICAL -------- 1. ALL HEATING,PLUMBING,AND ELECTRICAL SYSTEM WORK TO BE DESIGWSUILO BY CONTRACTOR TO COMPLY WITH ALL APPLICABLE CODES.CONSULT WIM ARCHITECTAND COORDINATE ALL FINISH FEATURES PATH OTHER ELEMENTS OF THE DESIGN. YW Y f" 2 HVAC WORK TO INCLUDE MODIFYING EXISTING SYSTEM AS REQUIRED TO ACCOMODATECHANOES IN ROOK U CONFIGURATION.. f0 ]. IN TALL NEW RANGE HOOD VENTED THROUGH THE ROOF OR WALL WITH REMOTE FAN UNIT. 4. KITCHEN PLUMBING TO INCWOE DEMOLITION AS REQUIRED.INSTALL SINK DISPOSAL,AND DISHWASKER,COLD WATER TO REFRIGERATOR.GAS RANDE S. PWMBINGAT3 BATHROOMS TO INCLUDE DEMOLITION AND INSTALLATION OF FIXTURES AS SHOWN ON PLANS INCLUDING UP $ T ALL MATERUILS EXCEPT FINISHED FIXTURES. y 6. ELECTRIC-ALL LABOR TO INSTALL AND ALL OTHER MATERIALS TO COMPLETE(EXCEPT FINISH FIXTURES)TO BE BY CONTRACTOR. 7. INSTALL HOT TUB SUPPLIED BY OWNER VMH ALL REQUIRED PLUMBING AND ELECTRIC W .'. c C B. IN ADDITION TO BATHROOM LIGHTINGHTFI NOTED,6 DRAWINGS ASSUME B NEW FIXTURES FIXTURES W K,4 WAININGI KITCHEN,I6 NEW RECESSED LIGHT FIXTURES, WALL MOUNTED FIXTURE60N UPPER OECK,4 WALL MOUNTED FlXTURES AT LOWER LEVEL TERRACE,AND 4 WALL MOUNTED FIXTURES AT ENTRY AND DECK OVER GARAGE :I�'a P f ,;1 # V' f {.'y wk y 7 O'v-{�}• '' Z J 2' S M W J APPLIANCES.FIXTURES: ALL KITCHEN APPLIANCES,BATHROOM FIXTURES AND LIGHTING FIXTURES TO BE SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. �t W G_ I S Q 4 1i g C{ ! 3 vT dy O FLOORING,TILE DECKING 1. FLOORINGATKITCHENTO BENEWWOODTOMATCH EXISTING, i FLOORINGATNEWSTEPSAND LOFTTO BENEWWOODTO MATCHEXISTNG, ]. INSTALL CERAMIC TILE FLOORING IN]BATHROOMS.TILE BY OWNER;INSTALLATION BY CONTRACTOR 4. CO NTRACTOREOINSTALLCERAMW WALLTIWASINDICATEDONURAWINOS.TILEBYOWNER E DECKING TO BE WOOD POLYMER COMPOSITE TREX OR EQUAL e t. CABINETS ANO BATHROOM TO U MAPLE VENEER PLYWOOD. i t,P „F _ T r k v 1 C LLro Y fi I 1 O z 2 KITCHEN AND BATHROOM COUNTERS TO BE MODERATELY PRICED STONEIIM"THICK WITH]"BACKSPLASHES. j •" .. � t .,s� 1,. _ . PAINT } ; O CABINET.COUNTERS -.... ,. ..,- ... ..r. ...... , ., .- ��. ..- ..,. � A g I. EXTERIOR:PAINTMETAL EXTERIOR OR FIBER CEMENTSURFACES,NEW AND EN6TING. g$$ I ,�,•;� p -., h, " m. iT-; 1 1 i EXTERIOR MEROOM,LIMNS RO BE OM,ENTRY, BAT ]. RAINTLMNO ROOM,DINING ROOM,ENTRY BATHROOMS,AND ALL WALLS AFFECTED BY THE WORK PAINTSTEEL O RNLINOS WZ w,.a,...kwr•.,..awa1H� T, u. .,a�.aw.. 'a',...,1wa+.v ,,..y-aow,v�.. ..rx�assb,=.wu,.:..."Est+,�...,.:'.i,...Kin..a.+»:'vw.....s.0 a..i.....�.....,,..A,Aaw-�«..,.3..:' ° haa:.,,......,«':o, .w.. ,�:�.aw.e, GX...sf a.. .�x.,�.�w w.,..�,. 22,... rw..s ,,.......a.b4 Z = Z GROUND FLOOR DEMOLITION PLAN W Q Ua^=r 61 SOS 10.5:46A / —1 .0 1 / i t 1lvbaaesorveA.UW2110 COpa COE Hl",%R"=Ipo Cad H.0 05.19.09- ;4 I I I I I II ---JIII ;s REMOVE DECKING,DECK Ir__ II REMOVE GLAZING STRUCTURE.RAILING.AND STAIRS IF —ll TO GRADE ----11 IL---11 III � I III _ _— __ III I i r I I III I , • I i _ III � i I I � I I I III U I III I III _ III I II I I _LI L J-II—�J — �__— — —>i___ REMOVE WALL REMOVE CERAMIC TILE KITCHEN FLOOR \ REMOVE � WALL REMOVEDOOR REMOVE KITCHEN CABINETS REMOVE NONSTRUCTURAL WALLS COUNTERS AND APPLIANCES I I I AS INDICATED I i I I REMOVE FUTURES AND FINISHES IN BATHROOM.SEE BATHROOM PLANS. � ,'�I _ _�---, II REMOVEGLAZING I ( I II � REMOVEWALL Ir ==1 m y N DN O REMOVE WALLS AS REQUIRED FOR CONSTRUCTION OF NEW STAIR _ I REMOVE NONSTRUCTURAL 77 I WALLS AS INDICATED REMOVE FUTURES AND FINISHES IN BATHROOM.SEE BATHROOM PLANS. 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OVER SYSTEM E „ o STONE TO CROWN OF PIP .. 5" DIA_ OUTLET(S) 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE @FND. EL.= VARIES FINISH GRADE OVER TANKS EL.= 862'=86.7 TO D-BOX 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE 36"MAX" ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 12"MIN. 36 MAC _ PLACE RISERS ON 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 12"MIN. 85.08' 36"MAX. TOP OF SAS= 97.83' ALL CHAMBERS TO 6" '`: OF HEALTH AND THE.DESIGN ENGINEER. 12"MIN. 9700' OF FINISHED GRADE 6.. 3" 2"DROP MIN. 3,. 4"SCH. BREAKOUT EL 97.501 n 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL 3" DROP MAX. 910 4o PVC BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. jqSLOPE 1"/"min. 4"PVC OUT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS 10" _ 2"PVC TEE TO LEACHING *NOTE: = THAN ELEVATION =97.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE 48" INV. OUT= 14 ALARM ON - FACILITY CONTRACTOR SHALL O moo �4'� 0 0 O oo SAS. UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM VERIFY SIZE, LIQUID 84.3'± o S.A.S.AND THE TOP OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONDITION,AND LEVEL 4.00� LIMP ON O �� _ 0 L� 0 0 0 0 o ELEVATION OF INLET TEE o 5. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM. EXISTING SEPTIC 79°75� P M 16" o0 0 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. TANK 79.50 97,50 97°33 0 _ 0 0 0 0 0 0 0 0 0 0 0 0 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN ' � , 2 0 0 OUTLET TEE 83,7rj' o 6 0 o SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION.SYSTEM IS NOT TO INSTALL 6 CRUSHED STONE 6"CRUSHED STONE o -_ 0 _0 0 0 0 0 0' 0 0 0 0 0 0 0 BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. GAS BAFFLE 22"ZABEL FILTER OVER MECHANICALLY OVER MECHANICALLY o o MODEL#A1801 HIP (GAS COMPACTED BASE COMPACTED BASE 3:0' 3.0' in, 8. ELEVATIONS BASED ON A DATUM OF 101.11'(APPROXIMATE USGS)OBTAINED FROM BAFFLE 8.5' - 1.5 1.5 BAFFLE ON BOTTOM) LENGTI1 8'-6" WIDTH 4'-10" DEPTH 5'-7' 5 OUTLET DISTRIBUTION BOX 4.9' EXISTING CATCH BASIN ON REGENCY DRIVE AS SHOWN ON PLAN. TO BE INSTALLED ON A LEVEL STABLE 48.5 - �* } THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE 1500 GALLON SEPTIC TANK OOO GALLON PUMP CHAMBER BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEv.- 44.00 (TYP• g• CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 95.00 - 7.9' AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE PIPES TO BE LAID LEVEL. *ELEVATION OF MYSTIC DISCREPANCIES TO THE DESIGN ENGINEER. EXISTING 1500 GALLON SEPTIC TANK & CROSS SECTION VIEW LAKE BASE°QNU.s.G.s. 5'MIN_ 5 - 500 GAL. CHAMBERS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE PROPOSED 1000 GALLON PUMP CHAMBER DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE T p CHAMBER END VIEW STRUCTURES SHALL BE MADE WATERTIGHT. NOT TO SCALE _ CHAMBER DETAILS AILS 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR NOT TO SCALE NOT TO SCALE ZONING REGULATIONS."'OWNER/APPLICANT IS TO OBTAIN SUCH T FROM APPROPRIATEAUTHORITY. i DETERMINATION RO TEST PIT DATA -10 LOADING` 12. OCATEDIUNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH ASE SS AGENT. Don Desmarais, R.S. THEY SHALL WITHSTAND H-20 LOADING. G'� 5 t�h ,r" • is „ :., . °: EVALUATOR: Michael-Pimentel, E.LT., C.S.E. 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND N�5"tg¢9„w = ` April 13, 2005 FINES. . DATE: 35828, 14. RED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND TEST PIT#-: 1 WHERE REQUIRED,UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF ELEV TOP=i 100.0' LEACHING FACILITY REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN %" +�': 8 t b' COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN Ai /� £• ELEV WATER= 44.00'*(SEE ABOVE) ACCORDANCE WITH 310 CMR 15.255(3). 0 _ 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN 0o p fj ° PERC RATE- 2 Min/In W oh �. � n; °; �� SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 5�5.19- z SWING TIE MEASUREMENTS C .. r. ` !`' 4g" r , 16. PROPOSED PROJECT IS LOCATED WITHIN: 35¢ E ♦ DEPTH OF PERC= 38"-56"r....._. N7g"39'33•� DESCRIPTION GC DMH#2 HC-1 HC-2 0 ��•.�? TEXTURAL CLASS: � 1 ASSESSORS MAP 64 PARCEL 44 a �{ -- �-- O 43.0p, 4 PUMP COVER IN (1) --- ---- 612' 41.6' - �, 17. OWNER OF RECORD: DAVID B. &ELEANOR R. SANDLER MYSTIC LAKE Ssso I1 ,� 0 100.01ADDRESS: 99-60 g3Op7ytS�gF PUMP COVER OUT(2) --- ---- 65.4' 46.1' . l - CORNER LEACHING (3) 28.8' 32.5' -- --- " ' 4" 99.6T Fill CHESTNUT HILL, MA 02467 f 8. FEMA FLOOD ZONE B&C CORNER LEACHING (4) 36.2' 24.8' - - ': A Sandy Loam 3/2m AS SHOWN N COMMU PANEL 1 O NITY # 250001 0015 C 19. PLAN REFERENCE: ., 6 - - CORNER LEACHING (5) 68.8' 59.8 --- --- � _ r N D EX PLAN B Sandy Loam (1.)L.C. PL. 16427D(SHEET 3 OF 3) ° �,_ , CORNER LEACHING (6) 65.2' 63-4' - - 10YR 5/6 SCALE. 80 " 20. DEED REFERENCE- „ 36 CERTIFICATE 63030 Y 97.00' (1.)L.C. TE# yy 3 8 g _ 83' Perc 6 21. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 56 90 33 MAP 64 : ..:. 22. PROPERTY LINE INFORMATION IS APPROXIMATE, ONLY. THIS PLAN IS Med. Sand PARCEL 61 MAP 64 M TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING N/F STEELE 2.5Y 6/6 WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER ` `'� �" C THAN ITS INTENDED PURPOSE.. 'PARCEL 43 _ ....�. , :: . - (TOWN WATER) �; N/F SAKELLARIDES / _ \ WELL WATER 23. CONTRACTOR SHALL PROVIDE THE REQUIRED.MINIMUM CLEARANCES ' ( } e _ BETWEEN THE PROPOSED PIPING AND ANY OTHER EXISTING PIPING MAP 64' P (FND) �d0 �,, /� (EITHE2 DEPICTED ON PLAN OR NOT). PARCEL 62 << OFFS T "' No Groundwater, N/F NICHOLS LOCUS PLAN Weeping or Mottling PROPOSED 5 PROPOSED GEOMEMBRANE „_ , 12D„ Observed , SCALE- 1 1000 LOCATED IN REAR 90.00 EXISTING WELL LINER 40 MIL LEACHING CHAMBERS ( ) B.M. OF PROPERTY WHICH IS GREATER` 1 s tiff Nail in Oak Tree THAN 100' FROM PROPOSED SAS) /� PROPOSED EXISTING 1500 GALLON SEPTIC INSTALL 1-1/4"PVC TO HOUSE. JOINTS TO BE MADE rC. . _ f D-BOX TANK TO BE UTILIZED AS PART OF WATERTIGHT.WIRE PUMP AND FLOATS TO SIMPLEX � � Elev. -87.45 B.M. o , (Approx.USGS) QQ o / a / THIS DESIGN. EXISTING OUTLET CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER ' C.B. Rim � o , o� / I O Elev. = 101.11 G� �+ •O- ` TO BE SEALED WATERTIGHT. INSTRUMENTS. (Approx. USGS) NEMA 4 JUNCTION BOX CORROSION RESISTANT& HOISTING CABLE 7 x 19 STAINLESS STEEL - - 50 - EXISTING CONTOUR 1b i' o� o EXISTING:LEACHING PIT TO LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 1/8 DIA./ 1,760 LB.STRENGTH h`` O 6 '� °) m " CONDUIT, 50 PROPOSED SPOT GRADES MHI 1 P AND FILLED WITH D # D BE PUMPED CONNECTORS SUPPORTED BY 1-1/4 PVC OFFSET - tk - w i � 0 W ELL O h- .-' / �-,[ �00 / 5 / �H. ¢ o 2"BALL VALVE w/UNIONS SCH.80 PVC pV CLEAN COARSE SAND JOINTS TO BE MADE WATERTIGHT DMH#2 4i / C FM / GEORGE FISHER CO. MODEL NO. 560 50 PROPOSED CONTOUR / _ �O „ o :..: / �� 1 9 / T .. .. E/T/C EXISTING UNDERGROUND UTILITIES MAP O :_=:= P1 Q / / ` ` co 3 2 SCH.40 TO D-BOX EXISTING CB / gip, / 100.0, O� Ab _ n 24"MAPLE/ = o - -2 SCH.40 TEE w/CLEAN-OUT CAP RIM=101.0 G / �. 17 OAK P \ N7 - ` ti ALARM ON- W EXISTING WATERLINE 5 O 1 J 4 O c <p\ ( 0082" 3) k, �� ''► ( . 8' LIMP oN _ TEST PIT LOCATION I o 0000 JO / MAPLE O EXISTING /,: / QQ�OQ UNDERGROUND / I / 0 3Q� .` PUMP �' 2 BALL CHECK VALVE SCH.80 PVC 100 O O EXISTING 1500 GALLON SEPTIC TANK .. J O� UTILITY METER 20„OA \ 1 r ` OFF P.S.I. FLOWMATIC MODEL No.208S O " / D� LU '� 21 PINE 14"(PAK 1 I 1 Q _ _ O o PROPOSED 1000 GALLON PUMP CHAMBER O lk/C'l vP F,1 LO �Ci Q Q #223 1 1 ( 12 W o �c� ,. O \ 4 WEEP HOLE I DISCHARGE P i O o� O / \ i 2 WIDE ANGLE CONTROL FLOATS 1/ O E N SCHARGE PIPE " 2 SOLID SCHEDULE 40 PVC FORCEMAIN� o� �. OO 000 O � \ � O I '� �' �1. 00 O / 86 \ \ I / O' (BARNES 073618) ,. h / / -- EXISTING L�, 'l 2 SCH.40 PVC DISCHARGE PIPE " P \ o, O ti � o O \ 4 SOLID SCHEDULE 40 PVC PIPE p W W LK _ O O \ I I / � 1. PUMP ON/OFF 120 ACTIVATION � 4 BEDROOM o , I I ( rob 2: ALARM ACTIVATION BAR.NES SE511 PUMP 0.5 H.P. 115 V 1750 GC 13 DWELLING / LU (1 2) \ \ \ ` I I 1 ' ,' �6� RPM, IMP. DtA. 5.62", 2'DISCHARGE PASSING DISTRIBUTION BOX / STj TOF=94.30' Q O 1 co O AL. LEACHING 500 G CHAMBER 2 LIDS OR EQUAL N o so a 1 , RAVE \ r �, / I \ I I u MAP 64 GARAG E C cl; \ I / EXISTING 1 \ m / W PARCEL 44 I 1 / / / / / / 1(o \WELL \� \ / (/ 82,764 S.F.± //// / / / / / / / / // / /i5�' �6r 1000 GALLON PUMP CHAMBER / / 5 off/ o t> �'`�, I,/ / / I / / / / / // / / / / / / / // // h`t'/ / REV. DATE BY APP'D. DESCRIPTION N \ \ _ I , / / , , / / / �o DESIGN DATA ` HC 1 / // / / / / / / / / / / / / // f/ / NUMBER OF BEDROOMS 4 RESERVED FOR BOARD TOTALS: PROPOSED SEPTIC SYSTEM UPGRADE IP (F7hD) \ / go W l �/ / / f / f/ ff / / / l / /� / f f / T / / DESIGN FLOW 110 GAUDAY/BEDROOM - OF HEALTH USE TOTAL NUMBER OF CHAMBERS: �5 PREPARED FOR: TOTAL DESIGN FLOW 440 GAUDAY TOTAL LEACHING AREA: ,' `608.6 SQ.FT. LAURIE SANDLER / / / / / / / / / / / / / f / / / DESIGN FLOW X 200 % = 880 GAUDAY TOTAL LEACHING CAPACITY: 450.4 GAL./DAY EXI TING / / 8 - / i i / / / , / / �` USE EXISTING 1500-GALLON SEPTIC TANK LOCATED AT WELL EXISTING CB / /-'86- / / RIM =95.15' �, � ,� 'Ile � �� .• � � / f / / l 1 I / / / � - DOSING & STORAGE REQUIREMENTS 223 REGENCY DRIVE / / o , 1 I INSTALL 5 LEACHING CHAMBERS MARSTONS MILLS, MA 02648 "A6 'tN '(`L� -(per ga' 66' �� C° co voi N 1 DESIGN FLOW: 440 GPD I ! o I WA AP ITY 4 , /DAY S DE LL C AC DOSING REQUIRED. CYCLES/04- S7 a ( = SCALE: 1 INCH 20 FT. DATE: APRIL 28, 2005 S 440 GPD/4 110 GAL/CYCLE E 0 ALLON 1 _� PROPOS D 1 00 G 94 �� + - A AY MAP 64 4P, PUMP CHAMBER 35¢ 1 j9 E (LENGTH g'WIDTH)(2�(2 HIGHO(747GPDP S/F.F) 166.9 GAL/AY USE PROPOSED 1000 GALLON PUMP CHAMBER J"OF o 10 20 o ao FEET ( ) O( ) ( ) °r JOHN L. � PREPARED BY: N/F HOWES O o CHURC IL TAN E RE UIRED BETWEEN PUMP CHURCH ILL ,DISTANCE Q U m I (WELL WATER) �� JR. JC ENGINEERING, INC. ON AND PUMP OFF FLOATS: CIVIL BOTTOM CAPACITY - r 2854 CRANBERRY HIGHWAY 110 GAL/CYCLE 250 GAUFT - 0.44-FT/CYCLE 18 / ( LENGTH x WIDTH ) (.74 GPD/S.F.) = GAUDAY (USE 0.58'TO PROVIDE FOR 32 GALLONS OF BACKFLOW) EAST WAREHAM, MA 02538 ' _ 508.273.0377 , SITE PLAN (48.5'x 7.9') (.74 GPD/S.F.) = 283.5 GAUDAY STORAGE REQUIRED ABOVE WORKING LEVEL: 440 GAL. SCALE: 1"=20' STORAGE PROVIDED ABOVE WORKING 605 GAL. Drawn By: MCP Designed By:MCP Checked By. MCP JOB No.838